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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
1
4
2

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Hooke’s ratio
Poisson’s ratio
Yield ratio

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

l
2 L
L/2
L

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/8
WI²/4
WI²/12
WI/2

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Proof stress
Stiffness
Proof resilience

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

284 MN
294 MN
274 MN
264 MN

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